4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts. The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9, nominal diameter 22mm, effective area Ae=2.45cm²;f=310N/ mm²; f=500N/mm²; End plates made of Q235B steel, thickness 22mm, f-470N/mm?. Check the strength of this bolt connection. F24mm 35 130 35 V M toot 08 081 08
4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts. The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9, nominal diameter 22mm, effective area Ae=2.45cm²;f=310N/ mm²; f=500N/mm²; End plates made of Q235B steel, thickness 22mm, f-470N/mm?. Check the strength of this bolt connection. F24mm 35 130 35 V M toot 08 081 08
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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![4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts.
The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9,
nominal diameter 22mm, effective area Ae=2.45cm2;f=310N/ mm?; f-500N/mm²; End
plates made of Q235B steel, thickness 22mm, fe-470N/mm?. Check the strength of this bolt
connection.
-24mm
35 130 35
80
V
1 og1
081 1 081](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fb965fbe7-3b9d-49fe-a125-794517880b01%2F45851cd7-1e7a-4784-af60-7cb2a5d49f44%2F392hln_processed.jpeg&w=3840&q=75)
Transcribed Image Text:4. As shown below, the splicing joint of a beam was made with bearing type high-strength bolts.
The loads transferred through the joint is V=3000KN, M=90KN.m. The bolts are of grade 10.9,
nominal diameter 22mm, effective area Ae=2.45cm2;f=310N/ mm?; f-500N/mm²; End
plates made of Q235B steel, thickness 22mm, fe-470N/mm?. Check the strength of this bolt
connection.
-24mm
35 130 35
80
V
1 og1
081 1 081
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